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ssc - 419 supplemental commercial design guidance for fatigue ship ...

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Structural Design of the Ship Hull GirderGeneral Cargo ShipsSection 3-2-5/13.7 Longitudinal Frames (1995)The section modulus, SM, of each longitudinal side frame is to be not less than obtainedfrom the following equation:SM = 7.8chsl 2 (cm 3 ) SM = 0.0041chsl 2 (in. 3 )Wheres = spacing of longitudinal frames in meters or feetc = .95h (above 0.5D from the keel) = the vertical distance in m or ft from the longitudinal frameto the bulkhead or freeboard deck, but is not to be taken as less than 2.13 m (7.0 ft).(at and below 0.5D from the keel) = 0.75 times the vertical distance in m or ft fromthe longitudinal frame to the bulkhead or freeboard deck, but not less than 0.5D.Vessels Intended to Carry Oil in BulkSection 5-1-4/9.5 (Ships with length greater than 150 meters)Deck and Side Longitudinals (1995) [SafeHull classification notation is required.]The net section modulus of each individual side or deck longitudinal, in association withthe effective plating to which it is attached, is to be not less than obtained from the followingequation:SM = M/f b cm 3 (in 3 )M = 1000psl 2 /k N-cm (kgf-cm, lbf-in.)where:k = 12(12, 83.33)p = nominal pressure in N/cm 2 (kgf/cm 2 , lbf/in 2 ) at the side longitudinal considered asspecified in Table 5/2A.3.1.= nominal pressure in N/cm 2 (kgf/cm 2 , lbf/in 2 ), as defined in Table 5/2A.3.1 <strong>for</strong> decklongitudinals.s and l are as defined in 5/2A.4.3.3.f b = permissible bending stresses, in N/cm 2 (kgf/cm 2 (lbf/in 2 )= (1.0 - 0.60 α 2 SM RD /SM D )S m f y <strong>for</strong> deck longitudinals= 1.0[0.86 - 0.52 α 1 (SM RB /SM B )(y/y n )]S m f y ≤ 0.75 S m f y <strong>for</strong> side longitudinals belowneutral axis= 2.0[0.86 - 0.52 α 2 (SM RD /SM D )(y/y n )]S m f y ≤ 0.75S m f y <strong>for</strong> side longitudinalsabove neutral axisα 2 = S m2 f y2 /S m f yS m , f y and α 1 are as defined in 5/2A.4.3.3.S m2 = strength reduction factor as obtained from 5/2A.4.3.2a <strong>for</strong> the steel grade of topflange material of the hull girder.f y2 = minimum specified yield point of the top flange material of the hull girder in N/cm 2(kgf/cm 2 , lbf/in 2 )2-4

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